Paper Title
Stress Analysis of Thin Ultra High Performance Precast Concrete panel (UHPC) and LGS composite Construction for G+5 Building.

Abstract
In the modern construction industry, optimizing cost efficiency while ensuring buildings can handle various load conditions is a critical focus. This research investigates precast composite structures, specifically those employing Light Gauge Steel (LGS) members in conjunction with ferrocement wall panels. The study aims to examine the performance of a G+5 storey Ferrocement-LGS composite building, particularly analyzing the bending and shear stresses in the beams and Ferrocement Panels of the structure. The research involves a detailed examination of how these composite materials LGS for structural framing and ferrocement for wall panels behave under load. By focusing on bending and shear stresses, the study seeks to assess the structural integrity and performance of both the Beams and the Ferrocement Panels within the G+5 building. Bending stress analysis will evaluate to handle bending forces, which are critical for maintaining the overall stability of the structure. Shear stress analysis will examine the capacity of both beams and ferrocement panels to resist shear forces, which can affect the structural integrity and safety of the building. Keywords - Light Gauge Steel, Bending Stress, Shear Stress, Ferrocement Pannel, Composite Building.